SUPPORT ASSEMBLY FOR A DRIVE MECHANISM FOR THE INSTALLATION OF GEOTHERMAL CONDUITS ADJACENT A FOUNDATION WALL INSIDE OR OUTSIDE A BUILDING STRUCTURE
A support assembly for a drive mechanism adapted to drive a force transmitting shaft having a soil penetrating head with a geothermal conduit loop attached thereto into the ground under an existing basement concrete floor of a building structure, through a hole formed in the concrete floor. The support assembly may also be secured to opposed transverse foundation walls adjacent the building structure and outside the structure in a small excavated hole. The support assembly comprises a support platform formed of platform sections having interconnecting flanges for interconnection together. Attachment flanges are also provided at opposed ends of the support platform for detachable securement to a respective one of opposed transverse foundation walls adjacent the concrete floor whereby the support assembly extends diagonally between the opposed transverse walls when mounted internally in a basement of the building structure. When secured to the outside of the opposed transverse foundation walls, one of the beam sections extends outwardly from the opposed transverse foundation walls a predetermined distance to support the drive mechanism spaced from the foundation walls.
The present invention relates to a support assembly for a drive mechanism for the installation of geothermal conduits adjacent a foundation wall inside or outside a building structure.
BACKGROUND ARTReference is made to our co-pending U.S. application Ser. No. 12/320,754, entitled “System and method for geothermal conduit loop in-ground installation and soil penetrating head therefor”, filed Feb. 4, 2009, in which there is disclosed a drive mechanism to drive a force transmitting shaft into the ground to install geothermal conduit loops therein. Geothermal systems are usually installed remote from a building structure by drilling holes into the ground and in which conduits are installed. This usually requires heavy and bulky machinery. It is also difficult to adapt geothermal systems to existing buildings or residential dwellings where land mass around most of these dwellings is very restricted. It is very difficult in such limited space to use heavy machinery to drive pipes into the ground or to drive conduit loops into the ground. When installing a geothermal conduit system into the ground it is often required to bore several holes within the ground and to install several conduit loops and to interconnect them together. This requires extensive excavations or surface area to install a complete system.
The use of thermal energy is becoming more and more important due to the high cost of combustible products or electrical energy. Accordingly, existing building structures with limited land thereabout can only convert to geothermal energy if such energy can be captivated from under the existing foundation of the building or very close thereto. Accordingly, such geothermal conduits need to be driven into the soil from the basement concrete floor of the foundation or in a limited space outside the foundation walls. The use of heavy machinery to drive soil penetrating shafts into the ground is not possible for such restricted spaces. Therefore, the solution is to have a modular system whereby the parts thereof are easily transportable and can be assembled by a small work force such as a two person crew and operated in an existing basement of a building.
SUMMARY OF INVENTIONIt is a feature of the present invention to provide a support assembly for a drive mechanism adapted to drive a force transmitting shaft having a soil penetrating head with a geothermal conduit loop attached thereto into the ground under an existing basement concrete floor of a building structure or closely adjacent transverse foundation walls and which substantially overcomes the above-mentioned disadvantages of the prior art.
Another feature of the present invention is to provide a support assembly for a drive mechanism adapted to drive a force transmitting shaft having a soil penetrating head with a geothermal conduit loop attached thereto into the ground under an existing basement concrete floor by the use of interconnectable support platform sections which are removably attachable to opposed transverse foundation walls of a basement concrete structure.
Another feature of the present invention is to provide a support assembly for a drive mechanism adapted to drive a force transmitting shaft having a soil penetrating head with a geothermal conduit loop attached thereto into the ground and wherein the support assembly has a turret support base capable of orienting the drive mechanism at different angles to install several conduit loops into the ground in an area under the turret support base and wherein the drive mechanism can also be angulated at different angular positions.
Another feature of the present invention is to provide a method of installing a geothermal conduit system interiorly under a basement concrete floor or exteriorly adjacent a concrete foundation.
According to the above features, from broad aspect, the present invention provides a support assembly for a drive mechanism adapted to drive a force transmitting shaft having a soil penetrating head with a geothermal conduit loop attached thereto into the ground under an existing basement concrete floor of a building structure through a hole formed in the concrete floor. The support assembly comprises a support platform formed of platform sections having interconnecting means for interconnection together. Attachment means is provided at opposed ends of at least some of the support platform sections for detachable securement to a respective one of opposed transverse foundation walls adjacent the concrete floor whereby the support assembly extends diagonally between the opposed transverse walls.
According to a still further broad aspect of the present invention, there is provided a support assembly for a drive mechanism adapted to drive a force transmitting shaft having a soil penetrating head with a geothermal conduit loop attached thereto into the ground adjacent foundation walls of a building structure. The support assembly comprises a support platform formed of sections having interconnecting means for interconnection together. Attachment means is secured to at least two of these sections for detachable securement to a respective one of opposed transverse foundation walls of the building structure. One of the sections projects exteriorly of the foundation walls and has a support means for securing the drive mechanism spaced from the foundation walls whereby to drive the force transmitting shaft at different angles into the ground.
According to a still further broad aspect of the present invention, there is provided a method of installing a geothermal conduit system under a basement concrete floor. The method comprises forming a hole in the concrete floor spaced from opposed transverse foundation walls to expose the soil thereunder. A support platform is assembled from platform sections. Opposed ends of the assembled support platform are secured to a respective one of the opposed transverse foundation walls with the support platform extending at least partly over the hole. A drive mechanism is secured to the support platform over the hole. A force transmitting shaft having a soil penetrating head is secured to the drive mechanism. A geothermal flexible conduit loop is secured to the soil penetrating head. The drive mechanism is operated to displace the force transmitting shaft into the ground to bury at least part of the geothermal flexible conduit loop.
A preferred embodiment of the present invention will now be described with reference to the accompanying drawings in which:
Referring now to the drawings, and more particularly to
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Due to the limited space in a basement of an existing building, the support assembly 20 is constructed of support platform sections 28, 28′ and 29. The section 29 is a central platform section to which a drive mechanism is secureable, while the other two sections 28 and 28′ are connected to opposed ends thereof by interconnecting flanges 30. These platform sections facilitate the transport thereof due to their smaller size and the limited space available to transport these into an existing basement. Carrying handles 31 are provided on each of the platform sections 28, 28′ and 30 to facilitate its transport.
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In summary, the method of installing the geothermal conduit system under an existing basement concrete floor comprises the steps of firstly forming a hole in the basement concrete floor 23 spaced from opposed transverse foundation walls 24 and 24′ to expose the ground 27 thereunder. The support platform assembly is assembled and secured to opposed transverse foundation walls 24 and 24′, as above-described. The drive mechanism 21 is then secured on the turret support base 35. The force transmitting shafts are then assembled in the force transmitting mechanism 70 which is driven by a pair of pistons 71, as shown in
It is within the ambit of the present invention to cover any obvious modifications of the preferred embodiment described herein, provided such modifications fall within the scope of the appended claims.
Claims
1. A support assembly for a drive mechanism adapted to drive a force transmitting shaft having a soil penetrating head with a geothermal conduit loop attached thereto into the ground under an existing basement concrete floor of a building structure through a hole formed in said concrete floor, said support assembly comprising a support platform formed of platform sections having interconnecting means for interconnection together, attachment means at opposed ends of at least some of said support platform sections for detachable securement to a respective one of opposed transverse foundation walls adjacent said concrete floor whereby said support assembly extends diagonally between said opposed transverse walls.
2. A support assembly as claimed in claim 1 wherein said support platform is constituted by at least two support beams, said interconnecting means interconnecting said at least two support beams along a straight axis to form an elongated straight support beam.
3. A support assembly as claimed in claim 2 wherein said attachment means is constituted by an attachment flange secured at an inclined angle at opposed ends of said elongated straight support beam for abutment and securement with a respective one of said opposed transverse walls.
4. A support assembly as claimed in claim 3 wherein said flanges are provided with through bores for receiving anchor bolts for immovably securing said attachment flanges to said opposed transverse foundation walls.
5. A support assembly as claimed in claim 1 wherein there is further provided a turret support base secured to a top wall of one of said platform sections, said drive mechanism being detachably secured to said turret support base, said turret support base orienting said drive mechanism at a desired position relative to said support beam and said hole.
6. A support assembly as claimed in claim 5 wherein said drive mechanism is connected on a support platform which is pivotally connected to said turret support base, said drive mechanism having a shaft engaging and displacement mechanism for axially displacing said force transmitting shaft to drive and position said geothermal conduit loop into the ground, and adjustable inclination means to angulate said drive mechanism to position said force transmitting shaft at a desired angle.
7. A support assembly as claimed in claim 6 wherein said adjustable inclination means is constituted by an adjustable support rod pivotally connected at a top end to said drive mechanism, said adjustable support rod being guidingly received and displaceable in a pivoting linkage secured to said support base, and means to arrest said support rod at a desired position with respect to said pivoting linkage.
8. A support assembly as claimed in claim 7 wherein said means to arrest said support rod is comprised by a clamp.
9. A support assembly as claimed in claim 7 wherein said support rod is provided with a plurality of spaced-apart through holes, said means to arrest said support rod being comprised by a bolt fastener positionable through a passage in said pivoting linkage and a selected one of said spaced-apart through holes.
10. A support assembly as claimed in claim 5 wherein said support platform is constituted by three support beams, each said support beam having interconnection means for interconnecting said support beams along a straight axis to form an elongated straight support beam, and a turret support base secured to a top wall of a center one of said three support beams, said drive mechanism being detachably secured to said turret support base, said turret support base orienting said drive mechanism at a desired angular position relative to said support beam and said hole in said concrete floor.
11. A support assembly as claimed in claim 2 wherein said support beams are hollow metal support beams, and a carrying handle secured to a top wall of each said at least two hollow metal support beams.
12. A support assembly as claimed in claim 2 wherein said interconnection means is constituted by a transverse connecting flange transversely secured to a transverse end of said support beams for interconnection with one another by the use of fastening means to interconnect said connecting flanges in abutting facial relationship.
13. A support assembly as claimed in claim 6 wherein said support base is provided with locking means for engagement with said turret support base.
14. A support assembly as claimed in claim 13 wherein said locking means is provided by a lock bolt extendable through said support platform for engagement with a selected one of pin receiving holes disposed along a circular axis on a top face of said turret support base.
15. A method of installing a geothermal conduit system under a basement concrete floor comprising the steps of:
- i) forming a hole in said concrete floor spaced from opposed transverse foundation walls to expose the ground thereunder;
- ii) assembling on said concrete floor a support platform from platform sections;
- iii) securing opposed ends of said assembled support platform to a respective one of said opposed transverse foundation walls with said support platform extending at least partly over said hole;
- iv) securing a drive mechanism to said support platform over said hole;
- v) securing a force transmitting shaft having a soil penetrating head to said drive mechanism;
- vi) securing a geothermal flexible conduit loop to said soil penetrating head, and
- vii) operating said drive mechanism to displace said force transmitting shaft into the ground to bury at least part of said geothermal flexible conduit loop into the ground.
16. A method as claimed in claim 15 wherein said step (vi) comprises securing a loop end of an elongated U-shaped conduit loop to said soil penetrating head.
17. A method as claimed in claim 15 wherein said step (iv) comprises securing said drive mechanism on a turret support base and orienting said drive mechanism at a desired angle with respect to said support platform.
18. A method as claimed in claim 17 wherein there is also provided before step (v) the step of angulating said drive mechanism at a desired angle with respect to said basement concrete floor.
19. A method as claimed in claim 15 wherein said force-transmitting shaft is comprised by a plurality of shaft sections interconnectable end-to-end with each other, said step (v) comprising securing a first of said shaft sections having said soil penetrating head to said drive mechanism, said step (vii) comprising the steps of driving said first shaft section partly into the soil to permit a second shaft section to be connected to a top end of said first shaft section and operating said drive mechanism to continue to drive said first and second shaft sections into the ground and continuing to add shaft sections until said penetrating head has reached a desired depth into said ground.
20. A method as claimed in claim 19 wherein after said desired depth is reached there is provided the step of withdrawing said interconnected shaft sections from the ground by operating said drive mechanism to operate a shaft engaging mechanism in a shaft withdrawing mode with said geothermal flexible conduit remaining in said ground, and disconnecting said shaft sections as they are withdrawn from the ground.
21. A method as claimed in claim 19 wherein there is further provided the steps of burring several of said conduit loops at different angles into said soil, interconnecting in series top ends of said conduit loops together to circulate a liquid thereto for heat exchange of said liquid with the ground to capture heat from said ground or release heat in the ground.
22. A support assembly for a drive mechanism adapted to drive a force transmitting shaft having a soil penetrating head with a geothermal conduit loop attached thereto into the ground adjacent opposed transverse foundation walls of a building structure, said support assembly comprising a support platform formed of platform sections having interconnecting means for interconnection together, attachment means secured to at least two of said sections for detachable securement to a respective one of said opposed transverse foundation walls of said building structure, one of said sections projecting exteriorly of said foundation walls and having a support means for securing said drive mechanism spaced from said foundation walls whereby to drive said force transmitting shaft at different angles into the ground.
23. A support assembly as claimed in claim 1 wherein said sections are at least two support beam sections, said interconnecting means interconnecting said support beam sections transversely to one another to form two right angle foundation attachment beam sections with one of said beam sections projecting exteriorly of said foundation walls.
24. A support assembly as claimed in claim 23 wherein said attachment means is constituted by an attachment flange secured to each said two right angle foundation attachment beam sections for abutment and securement with a respective one of said opposed transverse foundation walls.
25. A support assembly as claimed in claim 24 wherein said flanges are provided with through bores for receiving anchor bolts for immovably securing said attachment flanges to said opposed transverse foundation walls.
26. A support assembly as claimed in claim 22 wherein there is further provided a turret support base secured to a top wall of one of said platform sections, said drive mechanism being detachably secured to said turret support base, said turret support base orienting said drive mechanism at a desired position relative to said support beam.
27. A support assembly as claimed in claim 26 wherein said support means is a support platform which is pivotally connected to said turret support base, said drive mechanism being connected on a support platform which is pivotally connected to said turret support base, said drive mechanism having a shaft engaging and displacement mechanism for axially displacing said force transmitting shaft to drive and position said geothermal conduit loop into the ground, and adjustable inclination means to angulate said drive mechanism to position said force transmitting shaft at a desired angle.
28. A support assembly as claimed in claim 27 wherein said adjustable inclination means is constituted by an adjustable support rod pivotally connected at a top end to said drive mechanism, said adjustable support rod being guidingly received and displaceable in a pivoting linkage secured to said support base, and means to arrest said support rod at a desired position with respect to said pivoting linkage.
29. A support assembly as claimed in claim 22 wherein said interconnection means is constituted by a transverse connecting flange transversely secured to a transverse end of said support beams for interconnection with one another by the use of fastening means to interconnect said connecting flanges in abutting facial relationship.
Type: Application
Filed: Mar 1, 2011
Publication Date: Jun 28, 2012
Inventor: Alain Desmeules (Montreal)
Application Number: 13/037,396
International Classification: F16L 1/028 (20060101); F16L 1/06 (20060101);